CN204676733U - A kind of steel sheet concrete shear force wall - Google Patents
A kind of steel sheet concrete shear force wall Download PDFInfo
- Publication number
- CN204676733U CN204676733U CN201520183873.0U CN201520183873U CN204676733U CN 204676733 U CN204676733 U CN 204676733U CN 201520183873 U CN201520183873 U CN 201520183873U CN 204676733 U CN204676733 U CN 204676733U
- Authority
- CN
- China
- Prior art keywords
- steel
- steel sheet
- concrete
- rigid edge
- shear force
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a kind of steel sheet concrete shear force wall, include two steel sheets be arranged in parallel, two the rigid edge components fixedly welded with steel sheet both sides; Be filled with concrete in the space that two steel sheets and two rigid edge components surround, be evenly connected with between two steel sheets and multiplely socket reinforcing bar, two are evenly connected with constraint rivet between steel sheet and concrete; The side that described rigid edge component is connected with concrete is welded with embedded bar, sockets Bar Anchorage in described concrete.By arranging rigid edge component, make the connection of wallboard and beam more simple and reliable; Described constraint rivet makes steel plate and concrete co-operation, described in socket reinforcing bar and can prevent the outside cripling of steel plate, to reduce costs, improve bearing capacity; Steel sheet and rigid edge component stagger in the height direction mutually, more reliable after the wallboard connected up and down is connected.
Description
Technical field
The utility model belongs to building wall board field, is specifically related to a kind of steel sheet concrete shear force wall.
Background technology
Steel sheet concrete shear force wall is a kind of new structure, have reasonable stress, cross section little, occupy the advantages such as structure space is few, batch production degree is high, site operation amount is few, speed of application is fast, therefore there is good overall economic efficiency.But former steel sheet concrete shear force wall, because lack confining part, therefore usually produces steel sheet in the outside cripling of stressed rear generation, and causes concrete panel to destroy; And steel sheet is connected with the beam inside and outside plane and usually easily causes steel sheet stress raisers, and cause wall first to produce destruction with beam, make total system can not meet the shockproof requirements of " strong column and weak beam ", " the weak rod member of strong node ", solution in the past increases thickness of slab exactly and strengthens joint structure measure.This is also make the higher trouble of constructing again of this structural system cost, the thus more difficult reason applied.
Summary of the invention
Technical problem to be solved in the utility model is: the deficiency existed for prior art, provides a kind of novel structure, stressed more reasonable, the steel sheet concrete shear wall structure that cost is relatively low.
For realizing the object of the utility model, being achieved by the following technical solutions: a kind of steel sheet concrete shear force wall, including two steel sheets be arranged in parallel, two the rigid edge components fixedly welded with steel sheet both sides; Be filled with concrete in the space that two steel sheets and two rigid edge components surround, be evenly connected with between two steel sheets and multiplely socket reinforcing bar, two are evenly connected with constraint rivet between steel sheet and concrete; The side that described rigid edge component is connected with concrete is welded with embedded bar, and embedded bar is anchored in described concrete; Described rigid edge member height is equal with steel-sheet height, and steel-sheet bottom exceedes the bottom of rigid edge component; Both sides, steel sheet bottom form two breach, gap position is embedded with a channel-section steel in order to be connected with below shear wall, channel-section steel all welds with steel sheet, rigid edge component, and the side that groove Steel concrete connects is welded with embedded bar, and embedded bar is anchored in described concrete.
Preferably: described channel-section steel bottom is concordant with steel sheet bottom, the length of channel-section steel is 2 times that steel sheet bottom exceeds rigid edge component partial-length.
Preferably: described steel-sheet upper end outer wall is welded with in order to the junction steel plate with top position shear wall grafting.
Preferably: described rigid edge component thickness is equal to or greater than the spacing between the steel sheet of both sides.
Preferably: described socket reinforcing bar and constraint rivet is evenly arranged with the form of rectangular array, constraint rivet is 4:1 to 10:1 with the density ratio socketing reinforcing bar.
Preferably: described rigid edge component is square steel pipe, i iron or channel-section steel.
Preferably: described embedded bar overall U-shaped, socket middle part and the rigid edge Member Welding of reinforcing bar, the both ends socketing reinforcing bar are bent into acute angle.
Preferably: described junction steel plate vertically forms weld seam.
Preferably: be welded between two described junction steel plates on two steel sheets and form reducing shape wide at the top and narrow at the bottom, the distance 2-4mm larger than the distance between bottom between two described junction steel plate upper ends.
Compared with prior art, the beneficial effects of the utility model are: by arranging rigid edge component, make the connection of wallboard and beam more simple and reliable; Described constraint rivet makes steel plate and concrete co-operation, described in socket reinforcing bar and can prevent the outside cripling of steel plate, to reduce costs, improve bearing capacity; Steel sheet and rigid edge component stagger in the height direction mutually, more reliable after the wallboard connected up and down is connected.
Accompanying drawing explanation
Fig. 1 is pre-buried structure schematic diagram of the present utility model.
Fig. 2 is that the B-B of Fig. 1 is to structural representation.
Fig. 3 is that the C-C of Fig. 1 is to structural representation.
Fig. 4 is the another kind of structural representation of the utility model shear wall.
Fig. 5 is that the A-A of Fig. 1 is to structural representation.
1, floor; 2, rigid edge component; 3, steel sheet; 4, reinforcing bar is socketed; 5, rivet is retrained; 6, channel-section steel; 7, junction steel plate; 8, embedded bar; 9, angle steel; 10, reinforcing bar.
Detailed description of the invention
With reference to the accompanying drawings detailed description of the invention of the present utility model is made a detailed explanation below.
embodiment 1
According to shown in Fig. 1 to Fig. 5, the present embodiment is a kind of steel sheet concrete shear force wall, includes two steel sheets be arranged in parallel 3, two the rigid edge components 2 fixedly welded with steel sheet both sides; Be filled with concrete in the space that two steel sheets and two rigid edge components surround, be evenly connected with between two steel sheets and multiplely socket reinforcing bar 4, two are evenly connected with constraint rivet 5 between steel sheet and concrete; The side that described rigid edge component is connected with concrete is welded with embedded bar 8, and embedded bar is anchored in described concrete; Described rigid edge member height is equal with steel-sheet height, and steel-sheet bottom exceedes the bottom of rigid edge component; Both sides, steel sheet bottom form two breach, gap position is embedded with a channel-section steel 6 in order to be connected with below shear wall, channel-section steel all welds with steel sheet, rigid edge component, and the side that groove Steel concrete connects is welded with embedded bar, and embedded bar is anchored in described concrete.
Described channel-section steel bottom is concordant with steel sheet bottom, and the length of channel-section steel is 2 times that steel sheet bottom exceeds rigid edge component partial-length.After upper and lower two shear walls splicing, the rigid edge Member Welding of upper and lower shear wall is fixed, and the rigid edge component of the shear wall of channel-section steel and below is also welded and fixed.
Described rigid edge member height is equal with steel-sheet height, described steel-sheet bottom exceedes the bottom of rigid edge component, such rigid edge component and steel sheet stagger in the height direction mutually, more reliable after upper and lower two shear walls are connected.
As shown in Figure 1, described reinforcing bar and the constraint rivet of socketing is with the arranged in form of rectangular array, and constraint rivet is 8:1 with the density ratio socketing reinforcing bar.
Described rigid edge component is square steel pipe, i iron or channel-section steel.Rigid edge component shown in Fig. 2 is square steel pipe, fill concrete in square steel pipe; Rigid edge component shown in Fig. 4 is i iron, and i iron is welded with steel sheet by the wing plate of side.
Described embedded bar overall U-shaped, socket middle part and the rigid edge Member Welding of reinforcing bar, the both ends socketing reinforcing bar are bent into acute angle.Embedded bar and concrete strong bonded, make the rigid edge component that is welded and fixed with embedded bar and steel sheet link position more firm.
Described steel-sheet upper end outer wall is welded with in order to the junction steel plate 7 with top position shear wall grafting;
Described rigid edge component thickness is equal to or greater than the spacing between the steel sheet of both sides.
Described junction steel plate vertically forms weld seam.Such junction steel plate and steel-sheet bonding area increase, and bonding strength is corresponding raising also.
Be welded between two described junction steel plates on two steel sheets and form reducing shape wide at the top and narrow at the bottom, the distance 2-4mm larger than the distance between bottom between two described junction steel plate upper ends.The shear wall adopting such structure to be conveniently positioned at top docks with the shear wall of below easily.
embodiment 2
As shown in Figure 5, the present embodiment is the shear wall of embodiment 1 and the syndeton of floor 1, in shear wall both sides and every floor plate junction, two angle steel 9 are set, the position steel sheet of shear wall is positioned at above angle steel arranges preformed hole, the reinforcement welding of floor bottom on angle steel, the reinforcing bar on top from preformed hole through opposite side.Angle steel except welding with steel sheet, also be connected two steel-sheets and socket reinforcing bar two ends and be welded and fixed.
Claims (9)
1. a steel sheet concrete shear force wall, is characterized in that: include two steel sheets be arranged in parallel, two the rigid edge components fixedly welded with steel sheet both sides; Be filled with concrete in the space that two steel sheets and two rigid edge components surround, be evenly connected with between two steel sheets and multiplely socket reinforcing bar, two are evenly connected with constraint rivet between steel sheet and concrete; The side that described rigid edge component is connected with concrete is welded with embedded bar, and embedded bar is anchored in described concrete; Described rigid edge member height is equal with steel-sheet height, and steel-sheet bottom exceedes the bottom of rigid edge component; Both sides, steel sheet bottom form two breach, gap position is embedded with a channel-section steel in order to be connected with below shear wall, channel-section steel all welds with steel sheet, rigid edge component, and the side that groove Steel concrete connects is welded with embedded bar, and embedded bar is anchored in described concrete.
2. a kind of steel sheet concrete shear force wall according to claim 1, is characterized in that: described channel-section steel bottom is concordant with steel sheet bottom, the length of channel-section steel is 2 times that steel sheet bottom exceeds rigid edge component partial-length.
3. a kind of steel sheet concrete shear force wall according to claim 1 and 2, is characterized in that: described steel-sheet upper end outer wall is welded with in order to the junction steel plate with top position shear wall grafting.
4. a kind of steel sheet concrete shear force wall according to claim 1 and 2, is characterized in that: described rigid edge component thickness is equal to or greater than the spacing between the steel sheet of both sides.
5. a kind of steel sheet concrete shear force wall according to claim 1, is characterized in that: described socket reinforcing bar and constraint rivet is evenly arranged with the form of rectangular array, and constraint rivet is 4:1 to 10:1 with the density ratio socketing reinforcing bar.
6. a kind of steel sheet concrete shear force wall according to claim 1, is characterized in that: described rigid edge component is square steel pipe, i iron or channel-section steel.
7. a kind of steel sheet concrete shear force wall according to claim 1 and 2, is characterized in that: described embedded bar overall U-shaped, socket middle part and the rigid edge Member Welding of reinforcing bar, the both ends socketing reinforcing bar are bent into acute angle.
8. a kind of steel sheet concrete shear force wall according to claim 3, is characterized in that: described junction steel plate vertically forms weld seam.
9. a kind of steel sheet concrete shear force wall according to claim 8, it is characterized in that: be welded between two described junction steel plates on two steel sheets and form reducing shape wide at the top and narrow at the bottom, the distance 2-4mm larger than the distance between bottom between two described junction steel plate upper ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520183873.0U CN204676733U (en) | 2015-03-30 | 2015-03-30 | A kind of steel sheet concrete shear force wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520183873.0U CN204676733U (en) | 2015-03-30 | 2015-03-30 | A kind of steel sheet concrete shear force wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204676733U true CN204676733U (en) | 2015-09-30 |
Family
ID=54176438
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520183873.0U Expired - Fee Related CN204676733U (en) | 2015-03-30 | 2015-03-30 | A kind of steel sheet concrete shear force wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204676733U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105937274A (en) * | 2016-06-15 | 2016-09-14 | 华南理工大学建筑设计研究院 | Assembly type prefabricated shear wall horizontal abutted seam steel channel welding and connecting device and connecting method |
| CN107700696A (en) * | 2017-09-22 | 2018-02-16 | 中船重工建筑工程设计研究院有限责任公司 | The anti-buckling steel plate shear force wall of concrete for steel house bottom reinforcement area |
| CN108589971A (en) * | 2018-07-25 | 2018-09-28 | 哈尔滨工业大学 | A kind of closed-section steel deck combined concrete shear wall connecting node and production method |
| CN111593660A (en) * | 2020-05-28 | 2020-08-28 | 宁波市交通规划设计研究院有限公司 | Device for improving anti-collision capacity of existing guardrail and construction method thereof |
-
2015
- 2015-03-30 CN CN201520183873.0U patent/CN204676733U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105937274A (en) * | 2016-06-15 | 2016-09-14 | 华南理工大学建筑设计研究院 | Assembly type prefabricated shear wall horizontal abutted seam steel channel welding and connecting device and connecting method |
| CN107700696A (en) * | 2017-09-22 | 2018-02-16 | 中船重工建筑工程设计研究院有限责任公司 | The anti-buckling steel plate shear force wall of concrete for steel house bottom reinforcement area |
| CN108589971A (en) * | 2018-07-25 | 2018-09-28 | 哈尔滨工业大学 | A kind of closed-section steel deck combined concrete shear wall connecting node and production method |
| CN111593660A (en) * | 2020-05-28 | 2020-08-28 | 宁波市交通规划设计研究院有限公司 | Device for improving anti-collision capacity of existing guardrail and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202055373U (en) | Combined structure of double-steel-plate sandwich concrete wall and square steel tube concrete | |
| CN204676733U (en) | A kind of steel sheet concrete shear force wall | |
| CN105064503A (en) | Steel tube and core tube mixed structure | |
| KR101834006B1 (en) | Roll forming steel plates built-up beam and steel frame using the same | |
| CN104060761A (en) | U-shaped steel-concrete composite section beam and construction method of section beam | |
| CN108005259A (en) | A kind of steel plate combined shear wall splices node | |
| CN204356937U (en) | The shear wall strengthened bottom a kind of integral reinforcing | |
| KR102131488B1 (en) | Hollow Structure, and Structure of Connecting Column and Beam | |
| KR101547540B1 (en) | Hybrid beam having different type flange | |
| KR200469319Y1 (en) | Construction structure for joining steel or reinforced steel concrete column and beam with reinforcing end part | |
| CN111411643A (en) | Construction method of construction elevator foundation supported on basement top plate | |
| CN107119802B (en) | Connecting method of skin steel plates | |
| CN107060069B (en) | Assembled steel pipe concrete truss building system | |
| CN203008130U (en) | Connection node of steel rib column and steel beam | |
| CN215253682U (en) | Wall connection structure and building structure wall | |
| CN212801948U (en) | High-strength stiff column-beam column connecting joint | |
| CN208563596U (en) | A kind of I-shaped column part concrete grouting steel node | |
| KR102270444B1 (en) | Steel Form Beam | |
| CN209585345U (en) | A kind of masonry panel to be dehumidified using gravity-flow ventilation | |
| CN209260968U (en) | Channel steel shear wall structure and its with basis connection structure | |
| CN206737228U (en) | A kind of steel reinforced concrete hollow floor | |
| CN203514339U (en) | Column foot foundation and foundation beam structure | |
| KR101685632B1 (en) | Shear connector to increase strength and ductility | |
| CN109629682A (en) | The special-shaped shear connector of steel-concrete combined hollow Sandwich Plates | |
| CN206052970U (en) | A kind of wall beam connector |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150930 Termination date: 20170330 |